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Table 1. Soil textural data for all test pits sampled for laboratory analysis. <br />1. T e)dure Classes: SL -Sandy loam, SL -Sandy loam, SCL- Sandyclay loam, L- Loam, C -Clay <br />Morgan Property Soil Survey Page 14 <br />Nfti W <br />Nfti !46! <br />Nfti 171! <br />Nft1 !2511 Nfti 14111 <br />Tjd <br />Efqu!)dn" <br />?3nn1)�" <br />Tboel)&' <br />Tjb)&' <br />Drf�[¢!J$' <br />liyasf <br />HQ&, <br />�, <br />Nom, <br />�, <br />VOTA <br />BWxporrpjrfrf of t !qU <br />98005 <br />0.30 <br />- <br />- <br />50.00 <br />24.00 <br />26.00 <br />SCL <br />30 -66 <br />- <br />- <br />60.00 <br />18.00 <br />22.00 <br />SCL <br />66 -116 <br />- <br />- <br />64.00 <br />14.00 <br />22.00 <br />SCL <br />116 -147 <br />- <br />- <br />- <br />- <br />70.00 <br />8.00 <br />22.00 <br />SCL <br />98009 <br />- <br />5.00 <br />22.00 <br />20.00 <br />SCL <br />25-66 <br />58.00 <br />18.00 <br />24.00 <br />SCL <br />66-152 <br />-- <br />- <br />58.00 <br />8.00 <br />34.00 <br />SCL <br />Cbsi!TPjrfif 4f t !q rt <br />96 -10 <br />0-8 <br />17.20 <br />58.00 <br />31.30 <br />10.70 <br />SL <br />8-20 <br />25.20 <br />53.50 <br />30.30 <br />16.20 <br />SI <br />20.38 <br />18.60 <br />53.50 <br />20.30 <br />26.20 <br />SCL <br />38 -64 <br />- <br />- <br />12.80 <br />53.50 <br />20.30 <br />26.20 <br />SCL <br />64 -97 <br />13.30 <br />67.10 <br />13.10 <br />19.80 <br />SL <br />97 -132 <br />- <br />- <br />23.20 <br />58.90 <br />27.60 <br />13.50 <br />SL <br />132 -170 <br />- <br />- <br />- <br />16.40 <br />55.30 <br />28.50 <br />16.20 <br />SL <br />T P01 <br />0-8 <br />0.16 <br />0.14 <br />0.56 <br />14.16 <br />17.52 <br />23.82 <br />56.20 <br />26.30 <br />17.50 <br />SL <br />' 8 -36 <br />0.03 <br />0.16 <br />0.68 <br />15.79 <br />19.43 <br />19.24 <br />55,30 <br />26.10 <br />18.60 <br />SL <br />36 -93 <br />ON <br />0.00 <br />0.73 <br />15.94 <br />21.03 <br />19.80 <br />57.50 <br />24.10 <br />18.40 <br />SL <br />93-150 <br />0.01 <br />0.20 <br />1.07 <br />22.61 <br />25.68 <br />12.34 <br />61.90 <br />21.50 <br />16.60 <br />SL <br />150 -180 <br />0.35 <br />0.00 <br />1.30 <br />25.85 <br />32.50 <br />5.85 <br />65.50 <br />18.80 <br />15.70 <br />SL <br />TP02 <br />0-10 <br />0.32 <br />0.04 <br />0.54 <br />12.58 <br />21.04 <br />22.20 <br />56.40 <br />24.80 <br />16.80 <br />SL <br />' 10 -34 <br />0.06 <br />0.00 <br />0.31 <br />14.20 <br />22.36 <br />19.33 <br />56.20 <br />23.60 <br />20.20 <br />SCL <br />34 -96 <br />0.01 <br />0.00 <br />0.31 <br />16.60 <br />28.28 <br />18.91 <br />64.10 <br />17.30 <br />18.60 <br />SL <br />96-134 <br />0.12 <br />0.00 <br />1.20 <br />17.12 <br />25.93 <br />17.85 <br />62.10 <br />17.30 <br />20.60 <br />SCL <br />134 -164 <br />0.01 <br />- <br />- <br />- <br />- <br />35.40 <br />2160 <br />41.00 <br />C <br />TP03 <br />0.7 <br />0.17 <br />0.12 <br />0.68 <br />9.67 <br />18.39 <br />20.94 <br />49.80 <br />27.90 <br />22.30 <br />SCL <br />7 -24 <br />0.02 <br />- <br />- <br />- <br />- <br />48.80 <br />30.40 <br />20.80 <br />L <br />24 -60 <br />0.01 <br />0.00 <br />0.26 <br />11.83 <br />20.24 <br />20.07 <br />52.40 <br />24.90 <br />22.70 <br />SCL <br />60 -148 <br />0.05 <br />- <br />46.80 <br />30.50 <br />22.70 <br />L <br />148 -180 <br />2.03 <br />0.53 <br />2.09 <br />8.64 <br />29.56 <br />6.08 <br />46.90 <br />24.70 <br />28.40 <br />SCL <br />T PO4 <br />0 -6 <br />0.17 <br />- <br />- <br />45.10 <br />36.70 <br />18.20 <br />L <br />6-34 <br />0.02 <br />- <br />- <br />- <br />- <br />48.00 <br />32.90 <br />19.10 <br />L <br />34 -50 <br />0.06 <br />0.00 <br />0.99 <br />15.37 <br />20.38 <br />15.36 <br />52.10 <br />27.30 <br />20.60 <br />SCL <br />50.134 <br />0.04 <br />0.00 <br />0.89 <br />1867 <br />25.17 <br />15.47 <br />60.10 <br />16.60 <br />23.30 <br />SCL <br />134 -160 <br />0.12 <br />0.13 <br />1.36 <br />18.61 <br />21.21 <br />13.79 <br />55.10 <br />17.20 <br />27.70 <br />SCL <br />T P05 <br />0 -7 <br />0.21 <br />- <br />50.70 <br />33.40 <br />15.90 <br />L <br />7 -24 <br />0.22 <br />- <br />- <br />- <br />- <br />50.30 <br />33.40 <br />16.30 <br />L <br />24 -51 <br />0.10 <br />0.00 <br />1.14 <br />17.37 <br />20.35 <br />19.84 <br />58.70 <br />26.90 <br />14.40 <br />SL <br />51 -140 <br />0.09 <br />0.09 <br />1.68 <br />19.97 <br />22.43 <br />13.73 <br />57.90 <br />23.70 <br />18.40 <br />SL <br />140 -190 <br />0.25 <br />0.34 <br />2.14 <br />25.16 <br />30.59 <br />13.27 <br />71.50 <br />12.80 <br />15.70 <br />SL <br />NjeviebrTpj rfrf 4f t !q d <br />96 -09 <br />0-20 <br />23.60 <br />57.10 <br />30.40 <br />12.50 <br />SL <br />20 -03 <br />21.60 <br />53.50 <br />31.20 <br />15.30 <br />SL <br />43-60 <br />15.00 <br />66.20 <br />20.30 <br />13.50 <br />SL <br />60 -97 <br />8.30 <br />76.20 <br />16.50 <br />7.30 <br />SL <br />97 -127 <br />7.10 <br />79.80 <br />14.90 <br />5.30 <br />LS <br />127 -157 <br />9.50 <br />88.00 <br />8.50 <br />3.50 <br />S <br />98015 <br />0.28 <br />- <br />- <br />60.00 <br />22.00 <br />18.00 <br />SL <br />28 -71 <br />- <br />64.00 <br />20.00 <br />16.00 <br />SL <br />71 -170 <br />- <br />- <br />68.00 <br />18.00 <br />14.00 <br />SL <br />1. T e)dure Classes: SL -Sandy loam, SL -Sandy loam, SCL- Sandyclay loam, L- Loam, C -Clay <br />Morgan Property Soil Survey Page 14 <br />